| Plan Review Notes For Permit 02101310 |
| Permit Number |
02101310 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2002-11-22 00:00:00 | | | | | | | *** ISSUED PERMIT*** | | | -PLAN REVIEW HISTORY- | | | | | | PERMIT# 02101310 | | | ADDRESS: 3753 VICTORIA RD | | | CONT: M/I HOMES | | | TELL # (561) 471-3440 | | | | | | THE ATTACHED COMMENTS ARE PART OF THE | | | PERMIT AND PLAN REVIEW PACKAGE AND ARE | | | NOT TO BE REMOVED FROM THE ISSUED SET OF | | | PLANS.104.2.1.2 ADMINISTRATIVE CODE. | | | | | | ***BUILDING PROVISO*** | | | | | | 1) PLEASE ADDRESS HIGH SHEAR VALUE ON | | | NAILS IN TRUSS ANCHOR SCHEDULE. | | | A) HETA 20- (6)-10D= 1890 | | | B) TA16R-(6) 10DX 1 1/2=1000 | | | C) TAPR210(6) 10D= 1000 | | | THE VALUE OF THESE NAILS DEPENDS ON THE | | | GAUGE AND TYPE OF NAIL (BRIGHT VS GAL), | | | THE AVERAGE IS 112 LBS FOR A LIGHT GAUGE | | | (18) TO 158 FOR A #3 GUAGE @ 158X6=948. | | | THE COMMON 10D BRIGHT GAUGE IS #9, WITH | | | A SHEAR VALU OF APPROX. 130 LBS FOR 6 | | | NAILS OR 780 LBS SHEAR. | | | | | | PLEASE COMMENT BEFORE ROOF FRAMING | | | INSPECTION. SEE BOTH SIMPSON & USP | | | CATOLOGS FOR ADDITIONAL INFO. | | | | | | FL BLD CODE 1804.2.2 QUESTIONABLE | | | SOILS, WHERE THE BEARING CAPACITY IS | | | NOT DEFINETLY KNOWN OR IS IN QUESTION. | | | SOILS REPORT TO THIS OFFICE BEFORE | | | PLACEMENT OF CONCRETE FOR MONOLITHIC | | | SLAB. | | | | | | BUILDING PLAN REVIEW | | | JIM WITMER |
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